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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹13.4 LAdmitted-Finance GSTN: 08AEVPT3916P1ZD | -1.50% | ₹13.4 L | L1 | Admitted-Finance |
| 2 | L2₹13.5 LAdmitted-Finance | -1.00% | ₹13.5 L | L2 | Admitted-Finance |
| 3 | L3₹13.8 LAdmitted-Finance GSTIN: 08AADFJ6289R1ZE, 08AEAPP3576J1Z6, 08AIYPJ6727F1ZP, 08AJXPB7310E1Z9, 08AJZPN0020B1ZG | +1.00% | ₹13.8 L | L3 | Admitted-Finance |
| 4 | L4₹13.9 LAdmitted-Finance GSTIN: 08AATFR3718H1ZR, 08ABMPA6577D1ZL | +2.00% | ₹13.9 L | L4 | Admitted-Finance |
| 5 | L4₹13.9 LAdmitted-Finance | +2.00% | ₹13.9 L | L4 | Admitted-Finance |
Tender Value
₹13.6 L
EMD Value
₹27,280
Closing Date
28 Jan 2026, 4:00 pmClosed
Executive Officer Municipal Board Ladnun
Municipal Board Ladnun
CONST OF CC ROAD
2026_DLB_529828_1
NPL/2025-26/3752/90
Open Tender
Civil Works
Ladnun
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Officer Municipal Board Ladnun
₹27,280
Yes
16 Feb 2026
20 Jan 2026
29 Jan 2026
20 Jan 2026
28 Jan 2026
20 Jan 2026
Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation an disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level Depth upto 1.5 m
Carriage of Materials by mechanical transport including loading, unloading and stacking :: Sand, bazri, ballast, kankar upto 3 km
Providing, laying and spreading of granular sub-base by providing coarse graded Material (Table 400-2), spreading in uniform layers with motor grader on prepared surface, mixing BY MIX IN PLACE METHOD with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. Grading - III Material
Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20
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